Study on New Reinforcing Method of Steel Beams with Large Web Opening

Wen Yuan Liao; Long Qi Li

doi:10.4028/www.scientific.net/AMM.501-504.547

Paper Titles

Large-Strain Performance Research of XPS Board under Long-Term Load for Controlling Foundation Differential Settlement
p.527

Wind-Induced Response of UHV Guyed Single-Mast Transmission Tower-Line System
p.533

Study on Actual Finite Element Analysis of Steel Structure
p.538

A New Common Method in Junction Plate Designing of Steel Structure
p.543

Study on New Reinforcing Method of Steel Beams with Large Web Opening
p.547

Research of Mechanical Performance of Thin-Walled Steel Lightweight Concrete Composite Floor
p.551

Experimental Study of Mechanical Property of a New Lightweight Composite Floor
p.555

Study of Mechanical Property of Cold-Formed Thin-Walled Steel Lightweight Concrete Composite Floor
p.559

Numerical Study of Stiffened Steel Plate Shear Wall with Opening under Horizontal and Vertical Loads
p.563

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Study on New Reinforcing Method of Steel Beams...

Study on New Reinforcing Method of Steel Beams with Large Web Opening

Abstract:

Due to web opening, stiffness and strength of steel beam decrease significantly. The common reinforcing method is setting stiffeners around the opening section; the paper presents two methods: herringbone stiffener and circular-arc stiffener. The finite element model is established with both material and geometrical non-linearity. Accuracy of the models is assessed by applying it to experimental results tested earlier by other researchers. Compared with other common methods, these two new methods are effective. Some reasonable suggestions are proposed for engineering application.

You might also be interested in these eBooks

Advances in Civil and Structural Engineering III

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

547-550

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.547

Citation:

Cite this paper

Online since:

January 2014

Authors:

Wen Yuan Liao, Long Qi Li

Keywords:

Finite Element Method (FEM), Large Web Opening, Nonlinear, Reinforcement, Stiffeners

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Redwood RG, McCutcheon JO. Beam tests with un-reinforced web openings. J Struct Div, Proc ASCE 1968; 94(ST1): 1-17.

DOI: 10.1061/jsdeag.0001843

Google Scholar

[2] Chung KF, Liu TCH, Ko ACH. Steel beams with large web openings of various shapes and sizes: Finite element investigation. doi: 10. 1016/S0143-974X(03)00030-0.

DOI: 10.1016/s0143-974x(03)00030-0

Google Scholar